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e5y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:55.
226.0178
N6 N4 0.4184 950.3514
N5 N4 0.1178 240.4049
N4 N3 0.9905 2154.0227
N3 N2 1.9033 4407.2996
N14B N14A 0.1563 398.4899
#########################################################
# Table E16. New Conduit Information Section #
# Conduit Invert (IE) Elevation and Conduit #
# Maximum Water Surface (WS) Elevations #
#########################################################
Conduit Name Upstream Node Downstream Node IE Up IE Dn WS Up WS Dn Conduit Type
--------------- ---------------- ---------------- --------- --------- --------- --------- -------------
5453 N54 N52 8.9000 7.0000 8.9190 7.0264 Natural
5047 N50 N47 5.7000 4.6000 5.7428 4.6665 Natural
5114b N51 N14B 4.8000 3.0000 4.8161 3.0154 Natural
4342 N43 N42 9.2000 7.3000 9.2180 7.3229 Natural
3736 N37 N30 7.0000 5.5200 7.0556 5.8135 Natural
3534 N35 N34 4.2000 4.1000 4.2275 4.1320 Natural
3422 N34 N22 4.1000 3.4000 4.1320 3.4156 Natural
3130 N31 N30 7.5000 5.7000 7.5179 5.8135 Natural
3024 N30 N24 4.2000 2.8600 5.8135 3.9945 Circular
3036 N30 N36 5.6200 5.5200 5.8135 5.8144 Natural
2827 N28 N27 8.3000 6.7000 8.3675 6.7670 Natural
2726 N27 N26 6.7000 6.5000 6.7171 6.6370 Natural
2629 N26 N29 6.5000 6.4000 6.6370 6.5033 Natural
2930 N29 N30 6.4000 5.6200 6.5033 5.8135 Natural
2725 N27 N25 5.3500 4.8700 6.7171 5.6250 Circular
2524 N25 N24 4.8700 2.8600 5.6250 3.9945 Circular
2422 N24 N22 2.5900 1.8600 3.9945 3.4009 Circular
L575 N23 N22 4.7000 3.4000 4.8095 3.4813 Natural
2117 N21 N17 3.0000 2.9500 3.0390 2.9905 Natural
1714B N17 N14B 2.8500 2.8000 2.9905 3.0154 Natural
1716 N17 N16 1.7500 1.3500 2.9905 2.9703 Circular
1615 N16 N15 1.3400 1.2100 2.9702 2.2640 Circular
1614A N16 N14A 1.6500 1.6000 2.9702 2.5470 Circular
4514B N45 N14B 3.5000 2.8500 3.6051 3.0154 Natural
4515 N45 N15 2.5000 1.2100 3.6051 2.2640 Circular
1502 N15 N2 1.2100 1.0500 2.2640 1.6903 Circular
14A13 N13 N14A 1.8600 1.6000 2.4279 2.5470 Natural
1312 N13 N12 1.8600 1.6800 2.4279 2.2517 Natural
1211 N12 N11 1.6800 1.3400 2.2517 2.0385 Natural
1103 N11 N3 1.3400 1.1000 2.0385 1.7389 Natural
0912 N9 N12 3.5000 2.0000 3.3968 2.2517 Natural
0908 N9 N8 2.5000 2.0000 3.3967 2.9948 Circular
0811 N8 N11 3.0000 2.0000 2.8139 2.0385 Natural
0804 N8 N4 2.0000 1.7000 2.9949 2.4733 Circular
0201 N2 N1 1.0500 0.9300 1.6903 1.5704 Natural
5248 N52 N48 7.0000 4.8000 7.0264 4.8197 Natural
4845 N48 N45 4.6000 3.5000 4.6393 3.6051 Natural
4250 N42 N50 7.3000 5.7000 7.3229 5.7428 Natural
5338 N53 N38 8.5000 6.0000 8.5193 6.0769 Natural
3851 N38 N51 6.1500 4.8000 6.0769 4.8161 Natural
4746o N47 N46 4.6000 4.0000 4.6665 4.0732 Natural
4746u N47 N46 3.6000 3.0000 4.6665 4.0732 Circular
4645o N46 N45 4.0000 3.5000 4.0732 3.6051 Natural
4645u N46 N45 3.0000 2.5000 4.0732 3.6051 Circular
3836o N38 N36 6.0000 5.5200 6.0769 5.8144 Natural
3635o N36 N35 5.7700 5.2000 5.8144 5.2389 Natural
2217o N22 N17 3.4000 2.9500 3.4009 2.9905 Natural
2217u N22 N17 1.8600 1.7500 3.4009 2.9905 Circular
2019o N20 N19 7.0000 6.0000 4.9389 4.9389 Natural
2019u N20 N19 6.0000 4.5000 6.3388 4.9389 Circular
1918o N19 N18 6.0000 3.0000 4.9389 3.1572 Natural
1918u N19 N18 4.5000 1.9000 4.9389 3.1572 Circular
1817o N18 N17 3.0000 2.9500 3.1572 3.0629 Natural
1817u N18 N17 1.9000 1.7500 3.1572 2.9905 Circular
1009o N10 N9 4.6000 3.5000 3.3968 3.3968 Natural
1009u N10 N9 3.6000 2.5000 3.9030 3.3968 Circular
0706o N7 N6 5.0000 4.5000 5.0132 4.5299 Natural
0706u N7 N6 4.0000 3.5000 5.0132 4.5299 Circular
0604o N6 N4 4.5000 2.8000 4.5299 2.8291 Natural
0604u N6 N4 3.5000 1.7000 4.5299 2.4733 Circular
0504o N5 N4 4.3000 2.8000 2.4733 2.4733 Natural
0504u N5 N4 3.3000 1.7000 3.8507 2.4733 Circular
0403o N4 N3 2.8000 2.0000 1.7389 1.7389 Natural
0403u N4 N3 1.7000 1.1000 2.4733 1.7389 Circular
0302o N3 N2 1.8200 1.8100 1.6903 1.6903 Natural
0302u N3 N2 1.1000 1.0500 1.7389 1.6903 Rectangle
14a14bo N14B N14A 2.9900 2.5000 3.0154 2.5470 Natural
14a14bu N14B N14A 1.8000 1.6000 3.0154 2.5470 Circular
*=============================================================================*
| Table E18 - Junction Continuity Error. Division by Volume added 11/96 |
| |
| Continuity Error = Net Flow + Beginning Volume - Ending Volume |
| ------------------------------------------------- |
| Total Flow + (Beginning Volume + Ending Volume)/2 |
| |
| Net Flow = Node Inflow - Node Outflow |
| Total Flow = absolute (Inflow + Outflow) |
| Intermediate column is a judgement on the node continuity error. |
| |
| Excellent < 1 percent Great 1 to 2 percent Good 2 to 5 percent |
| Fair 5 to 10 percent Poor 10 to 25 percent Bad 25 to 50 percent |
| Terrible > 50 percent |
*=============================================================================*
Junction <------Continuity Error -------> Remaining Beginning Net Flow Total Flow Failed to
Name Volume % of Node % of Inflow Volume Volume Thru Node Thru Node Converge
--------------- -------- ---------- ---------- -------- ---------- ---------- ---------- ---------
N54 -1.9643 -0.6431 0.0202 0.0586 0.0000 -1.9057 305.3997 0
N53 -5.8828 -1.7342 0.0605 0.3440 0.0000 -5.5387 339.0472 0
N52 -0.1325 -0.0211 0.0014 0.0910 0.0000 -0.0415 629.1645 0
N38 -4.7310 -0.6166 0.0486 4.0388 0.0000 -0.6922 765.2470 0
N51 -4.1708 -1.9962 0.0429 1.0131 0.0000 -3.1577 208.4313 0
N48 -5.9521 -0.6513 0.0612 1.0777 0.0000 -4.8744 913.2884 0
N50 -21.4745 -1.8318 0.2207 1.0845 0.0000 -20.3900 1171.7983 0
N47 -1.7957 -0.1044 0.0185 0.0419 0.0000 -1.7537 1720.6794 0
N46 -0.1144 -0.0066 0.0012 0.0156 0.0000 -0.0987 1722.2783 0
N45 -4.1239 -0.1318 0.0424 0.0915 0.0000 -4.0324 3129.3722 0
N43 -1.8239 -0.6086 0.0187 0.0340 0.0000 -1.7899 299.6606 0
N42 -1.9805 -0.2764 0.0204 0.0822 0.0000 -1.8983 716.4755 0
N37 -1.3772 -0.4268 0.0142 0.0035 0.0000 -1.3737 322.6806 0
N36 -0.1040 -0.0089 0.0011 5.0336 0.0000 4.9297 1162.0474 0
N35 -0.0693 -0.0428 0.0007 1.0009 0.0000 0.9316 161.6099 0
N34 -0.6265 -0.3886 0.0064 0.0034 0.0000 -0.6230 161.2235 0
N31 3.9393 0.8269 0.0405 0.0195 0.0000 3.9589 476.3995 0
N30 -27.8273 -0.8126 0.2860 1.3039 0.0000 -26.5234 3423.9313 0
N29 -0.7568 -0.0658 0.0078 0.1286 0.0000 -0.6282 1150.4821 0
N28 -0.9178 -0.1658 0.0094 0.0049 0.0000 -0.9129 553.6095 0
N27 -1.8762 -0.1219 0.0193 0.3178 0.0000 -1.5584 1538.4302 0
N26 -12.2967 -5.6569 0.1264 0.4047 0.0000 -11.8920 217.1741 0
N25 2.1248 0.1500 0.0218 0.0134 0.0000 2.1382 1416.3433 0
N24 -5.4754 -0.1124 0.0563 0.1099 0.0000 -5.3655 4869.4805 0
N23 -4.6386 -0.5343 0.0477 0.0078 0.0000 -4.6308 868.2076 0
N22 -2.6937 -0.0433 0.0277 0.1478 0.0000 -2.5459 6216.2680 0
N21 0.8344 0.1733 0.0086 1.0029 0.0000 1.8374 480.9143 0
N20 -0.3705 -0.0243 0.0038 0.0104 0.0000 -0.3601 1525.3348 0
N19 -1.6755 -0.0613 0.0172 0.0645 0.0000 -1.6109 2732.6131 0
N18 -4.3564 -0.1250 0.0448 0.0780 0.0000 -4.2783 3486.1172 0
N17 -2.3492 -0.0212 0.0241 0.1370 0.0000 -2.2122 11075.5268 0
N16 -4.4678 -0.0403 0.0459 0.1647 0.0000 -4.3032 11078.6322 0
N15 -4.7331 -0.0453 0.0487 0.4010 0.0000 -4.3321 10451.6175 0
N14B -5.4750 -0.3694 0.0563 0.0251 0.0000 -5.4499 1482.2504 0
N14A -2.5687 -0.0778 0.0264 0.1156 0.0500 -2.5031 3301.1391 0
N13 -5.2333 -0.1582 0.0538 0.0278 0.0000 -5.2055 3307.6100 0
N12 -13.3305 -0.4009 0.1370 0.0187 0.0000 -13.3119 3324.9719 0
N11 -2.1053 -0.0469 0.0216 0.1079 0.0000 -1.9974 4486.4579 0
N10 -0.1676 -0.0336 0.0017 0.0033 0.0000 -0.1643 498.3372 0
N9 -1.1785 -0.2359 0.0121 0.0077 0.0000 -1.1708 499.5729 0
N8 -1.0477 -0.1079 0.0108 0.0148 0.0000 -1.0329 970.7240 0
N7 -0.3624 -0.0802 0.0037 0.0036 0.0000 -0.3588 451.7113 0
N6 -4.9902 -0.2632 0.0513 0.0162 0.0000 -4.9740 1895.8811 0
N5 -0.0449 -0.0093 0.0005 0.0069 0.0000 -0.0380 480.8187 0
N4 -2.6415 -0.0613 0.0272 0.0337 0.0000 -2.6078 4305.7945 0
N3 -10.5523 -0.1198 0.1085 0.2481 0.0000 -10.3042 8805.3775 0
N2 -6.7443 -0.0342 0.0693 0.5044 0.0000 -6.2399 19747.8214 0
N1 -1.2757 -0.0065 0.0131 0.0735 0.0000 -1.2022 19753.4712 0
The total continuity error was -181.58 cubic meters
The remaining total volume was 19.538 cubic meters
Your mean node continuity error was Excellent
Your worst node continuity error was Excellent
*===================================================*
| Table E19 - Junction Inflow Sources |
| Units are either ft^3 or m^3 |
| depending on the units in your model.|
*===================================================*
Constant User Interface DWF Inflow RNF Layer Inflow
Junction Inflow Inflow Inflow Inlow through Inflow Outflow Evaporation from
Name to Node to Node to Node to Node Outfall to Node from Node from Node 2D Layer
--------------- ---------- ----------- ----------- ----------- ----------- ----------- ----------- ----------- -----------
N54 0.0000 0.0000 151.7501 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 166.7397 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 160.9321 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 209.9802 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 102.6342 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 139.6582 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 216.5883 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 263.4873 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 242.6459 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 148.9354 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 206.5783 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 160.6451 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 200.4941 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 52.1278 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 240.1887 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 175.7444 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 460.5009 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 276.3422 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 491.1906 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 41.9808 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 431.8344 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 152.5046 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 241.3655 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 762.5433 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 602.8084 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 374.1248 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 98.7357 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 573.5057 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 249.1063 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 234.5287 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 225.6782 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 719.4869 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 240.3963 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 475.1653 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 236.6560 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 9877.4029 0.0000 0.0000
*=====================================================*
| Table E20 - Junction Flooding and Volume Listing. |
| The maximum volume is the total volume |
| in the node including the volume in the |
| flooded storage area. This is the max |
| volume at any time. The volume in the |
| flooded storage area is the total volume|
| above the ground elevation, where the |
| flooded pond storage area starts. |
| The fourth column is instantaneous, the fifth is the|
| sum of the flooded volume over the entire simulation|
| Units are either ft^3 or m^3 depending on the units.|
*=====================================================*
Out of
System Stored in System
Junction Surcharged Flooded Flooded Maximum Ponding Allowed
Name Time (min) Time(min) Volume Volume Flood Pond Volume
--------------- ---------- --------- --------- --------- -----------------
N54 0.0000 0.0000 0.0000 0.0190 0.0000
N53 0.0000 0.0000 0.0000 0.0193 0.0000
N52 0.0000 0.0000 0.0000 0.0264 0.0000
N38 0.0000 0.0000 0.0000 1.0769 0.0000
N51 0.0000 0.0000 0.0000 1.0161 0.0000
N48 0.0000 0.0000 0.0000 1.0393 0.0000
N50 0.0000 0.0000 0.0000 1.0428 0.0000
N47 0.0000 0.0000 0.0000 1.0665 0.0000
N46 0.0000 0.0000 0.0000 1.0732 0.0000
N45 0.0000 0.0000 0.0000 1.1051 0.0000
N43 0.0000 0.0000 0.0000 0.0180 0.0000
N42 0.0000 0.0000 0.0000 0.0229 0.0000
N37 0.0000 0.0000 0.0000 0.0556 0.0000
N36 0.0000 0.0000 0.0000 1.3444 0.0000
N35 0.0000 0.0000 0.0000 1.0275 0.0000
N34 0.0000 0.0000 0.0000 0.0320 0.0000
N31 0.0000 0.0000 0.0000 0.0179 0.0000
N30 0.0000 0.0000 0.0000 1.6135 0.0000
N29 0.0000 0.0000 0.0000 0.1033 0.0000
N28 0.0000 0.0000 0.0000 0.0675 0.0000
N27 0.0000 0.0000 0.0000 1.3671 0.0000
N26 0.0000 0.0000 0.0000 0.1370 0.0000
N25 15.5833 0.0000 0.0000 0.7550 0.0000
N24 24.4236 0.0000 0.0000 1.4045 0.0000
N23 0.0000 0.0000 0.0000 0.1095 0.0000
N22 0.0000 0.0000 0.0000 1.5409 0.0000
N21 0.0000 0.0000 0.0000 1.0390 0.0000
N20 0.0000 0.0000 0.0000 0.3388 0.0000
N19 0.0000 0.0000 0.0000 0.4389 0.0000
N18 0.0000 0.0000 0.0000 1.2572 0.0000
N17 0.0000 0.0000 0.0000 1.2405 0.0000
N16 33.3056 0.0000 0.0000 1.6303 0.0000
N15 34.3333 0.0000 0.0000 1.0540 0.0000
N14B 0.0000 0.0000 0.0000 1.2154 0.0000
N14A 0.0000 0.0000 0.0000 0.9470 0.0000
N13 0.0000 0.0000 0.0000 0.5679 0.0000
N12 0.0000 0.0000 0.0000 0.5717 0.0000
N11 0.0000 0.0000 0.0000 0.6985 0.0000
N10 0.0000 0.0000 0.0000 0.3030 0.0000
N9 0.0000 0.0000 0.0000 0.8968 0.0000
N8 0.0000 0.0000 0.0000 0.9948 0.0000
N7 0.0000 0.0000 0.0000 1.0132 0.0000
N6 0.0000 0.0000 0.0000 1.0299 0.0000
N5 0.0000 0.0000 0.0000 0.5508 0.0000
N4 0.0000 0.0000 0.0000 0.7733 0.0000
N3 0.0000 0.0000 0.0000 0.6389 0.0000
N2 0.0000 0.0000 0.0000 0.6403 0.0000
N1 0.0000 0.0000 0.0000 0.6404 0.0000
*==================================*
| Simulation Specific Information |
*==================================*
Number of Input Conduits.......... 68 Number of Simulated Conduits...... 69
Number of Natural Channels........ 44 Number of Junctions............... 48
Number of Storage Junctions....... 0 Number of Weirs................... 0
Number of Orifices................ 0 Number of Pumps................... 0
Number of Free Outfalls........... 1 Number of Tide Gate Outfalls...... 0
*=========================================================*
| Average % Change in Junction or Conduit is defined as: |
| Conduit % Change ==> 100.0 ( Q(n+1) - Q(n) ) / Qfull |
| Junction % Change ==> 100.0 ( Y(n+1) - Y(n) ) / Yfull |
*=========================================================*
The Conduit with the largest average change was..0201 with 0.010 percent
The Junction with the largest average change was.N27 with 0.046 percent
The Conduit with the largest sinuosity was.......1502 with 4.771
*===================================================================*
| Table E21. Continuity balance at the end of the simulation |
| Junction Inflow, Outflow or Street Flooding |
| Error = Inflow + Initial Volume - Outflow - Final Volume |
*===================================================================*
Inflow Inflow Average
Junction Volume, m^3 Inflow, cms
--------------- ------------ -------------
N54 151.7583 0.0070
N53 166.7503 0.0077
N52 160.9449 0.0075
N38 209.9917 0.0097
N51 102.6418 0.0048
N48 139.6669 0.0065
N50 216.6012 0.0100
N47 263.5049 0.0122
N45 242.6638 0.0112
N43 148.9451 0.0069
N42 206.5889 0.0096
N37 160.6611 0.0074
N36 200.5139 0.0093
N35 52.1362 0.0024
N31 240.2130 0.0111
N30 175.7651 0.0081
N29 460.5375 0.0213
N28 276.3695 0.0128
N27 491.2229 0.0227
N26 41.9826 0.0019
N23 431.8928 0.0200
N22 152.5150 0.0071
N21 241.3897 0.0112
N20 762.5476 0.0353
N19 602.8419 0.0279
N18 374.1406 0.0173
N17 98.7434 0.0046
N11 573.5281 0.0266
N10 249.1253 0.0115
N8 234.5449 0.0109
N7 225.6935 0.0104
N6 719.5119 0.0333
N5 240.4139 0.0111
N4 475.1974 0.0220
N2 236.6668 0.0110
N1 -9877.4029 -0.4573
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 9877.4029 0.4573
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 9727.5843 Cu M |
| Inflow + Initial volume = 9727.6343 Cu M |
*=====================================================*
| Total system outflow = 9877.4029 Cu M |
| Volume left in system = 19.5385 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 9896.9414 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -1.7405 |
| Error in Continuity, m^3 = -169.307 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -1.7405 percent
Worst nodal error was in node N30 with -0.8127 percent
Of the total inflow this loss was 0.2861 percent
Your overall continuity error was Great
Excellent Efficiency
Efficiency of the simulation 1.27
Most Number of Non Convergences at one Node 0.
Total Number Non Convergences at all Nodes 0.
Total Number of Nodes with Non Convergences 0.
===> Hydraulic model simulation ended normally.
===> XP-SWMM Simulation ended normally.
===> Your input file was named : C:\XPS\eagill\existing.DAT
===> Your output file was named : C:\XPS\eagill\e5y1p5.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 17:55:42:35 |
| Ending Date... October 9, 2017 Time... 17:55:58:76 |
| Elapsed Time... 0.27350 minutes or 16.41000 seconds |
*==============================================================*
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